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Sample Record for 2022-04-09-1

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 215221 DEA: 07332604 EFIS: 0716000287 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10-R12.4/14.9
Work Description: REMOVE RAISED ISLAND, CONSTRUCT CONCRETE BARRIER AND INSTALL LIGHTING.
Location Description: THE COUNTY AND CITY OF LOS ANGELES FROM 0.1 MILE EAST OF ARLINGTON AVENUE OVERCROSSING TO 0.7 MILE EAST OF ROUTE 10/110 SEPARATION
Contractor Name: CHUMO CONSTRUCTION INC
Contractor Address: 14425 Joanbridge St, Baldwin Park, CA 91706
Resident Engineer: Gilbert Trujillo Structure Rep.: Bernabe Contreras

Sample Information

DIME Sample ID: 2022-04-09-1
TL Number from the TL Form:
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Acceptance
Type of Material: Soil
Sample Taken Date: 04/09/2022
Date that the sample was received by the laboratory/organization performing the testing: 04/09/2022
The quantity of what the sample constitutes: 215 yd2
A brief description of the sample: Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 22-0756
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: N/A

Material Information

The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample: Subgrade
A detailed description of where the material sample was collected: From various locations at subgrade.
Where the material sample would have been placed if not sampled:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2022-04-09-1-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/14/2022
Date Tested: 04/09/2022
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density 2369 g/cc
Count or Density 1 2.09 g/cc
Count or Density 2 2.09 g/cc
Count or Density 3 2.23 g/cc
Standard Count Moisture 629 g/cc
Moisture Count 1 0.21 g/cc
Moisture Count 2 0.15 g/cc
Moisture Count 3 0.15 g/cc
Sum of Count or Density 6.41 g/cc
Average of Count or Density 2.14 g/cc
Sum of Moisture Count 0.51 g/cc
Average of Moisture Count 0.17 g/cc
Calculated Percent Relative Compaction 95.4 %
Reported Percent Relative Compaction 95 %

Test 2 of 2

DIME Test ID: 2022-04-09-1-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/14/2022
Date Tested: 04/09/2022
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.14
Highest adjust wet density 2.24
Relative compaction 95
% Moisture 8.6 %
Optimum Moisture 10.6 %